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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: <br />Filename: C:\SCAD\DT\W. <br />Date: <br />Storm: 1.90 inches, 10 <br />Hydrograph <br />Greystone Development Consultants <br />BLK\MB-SA User: C.W. BEGEJ <br />10-07-1993 Time: 09:37:44 <br />POND MB-5 <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />J2, B1, S1 <br />POND MB-5 <br />Drainage Area from J2, B1, S1, SWS(s)1: 0.3 acres <br />Total Contributing Drainage Area: 15.8 acres <br />DISCHARGE OPTIONS: ~~~ <br />Trickle Emergency <br />Tube Spillway <br />r~ <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) 8.0 <br />Barrel Length (ft) 75.00 <br />Barrel Slope ($) 5.75 <br />Manning's n of Pipe 0.015 <br />Spillway Elevation 6043.0 <br />Lowest Elevation of Holes ---- <br /># of Holes/Elevation ---- <br />Entrance Loss Coefficient 0.9 <br />Tailwater Depth (ft) 0.5 <br />Notch Angle (degrees) ---- <br />Weir Width (ft) ---- <br />Siphon Crest Elevation ---- <br />Siphon Tube Diameter (in) ---- <br />Siphon Tube Length (ft) ---- <br />Manning's n of Siphon ---- <br />Siphon Inlet Elevation ---- <br />Siphon Outlet Elevation ---- <br />Emergency Spillway Elevation ---- <br />Crest Length (ft) ---- <br />Z:1 (Left and Right) -- -- <br />Bottom Width (ft) ---- <br />POND RESULTS: <br />Sediment Permanent <br />Storage* Pool <br />(ac-ft) (ac-ft) <br />6046.4 <br />14.0 <br />3 3 <br />12.0 <br />Dead <br />Space <br />($) <br />Sediment <br />Algorithm <br /> <br />• <br />